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Designed and completed by James Barker, P.E.
One of our areas of practice is the restoration and rehabilitation of covered bridges. We try to design our work to be historically accurate, while also striving to make improvements in a cost effective manner. We believe that a sincere respect for the original builders and their intentions is necessary -- without which a successful restoration is impossible. We also believe in allowing vehicular traffic to pass through the rehabilitated bridge whenever practical; that restoring the function of a covered bridge restores its spirit, and is almost as important as preserving its appearance.
We are available to work on such bridges throughout the eastern United States. Please contact us via phone or e-mail for answers to questions or inquiries about help we might provide.
A list of our covered bridge repair and restoration experience follows. All of the projects were designed, and completed, by James A. Barker, P.E., with the exception (of course) of the current projects, which are not yet complete.
Cataract Falls Covered Bridge
Rehabilitation of Cataract Falls Covered Bridge, completed in 2004, across the Eel River in
Lieber State Recreation Area, next to Cataract Falls, 10 miles north of
Spencer, in Owen County, Indiana. This project rehabilitated a
140' long, 16' wide Smith Truss, built by the Smith Bridge Co. of Toledo,
Ohio in 1876.
Cedar Chapel Covered Bridge
Another project to be constructed at Conner Prairie Museum is the relocation and rehabilitation of the Cedar Chapel Covered Bridge. Originally constructed in DeKalb County, Indiana over Cedar Creek, this bridge was moved to Conner Prairie in 1972. It will be re-located to be a part of the 1886 village that will soon be opened by the Museum.
Bell's Ford Covered Bridge, Jackson County: (See Current Projects)
Rush County Forsythe Covered Bridge was rehabilitated in 2002
using Federal Aid Enhancement funding. This one span Burr arch bridge was built in 1888 by E.L.Kennedy. With a structural span of 186 feet, it is one of the longest single-span covered bridges. The restoration
strengthened the bridge and increased its load limit to ten tons. Note the characteristic - even definitive - Kennedy portal adornments.
Potters Bridge, Hamilton County:
Major reconstruction
using Federal Enhancement funds. Completed in 1999, the project
corrected rotted truss members, broken connections and other
deterioration, replaced the roof and siding, and strengthened the
deck without replacing deck planking. A fire alarm and sprinkler
system were added to bridge. Project also included a 30 acre park
around the bridge, with a playground, trails, parking, visitors
center, and landscaping.
Adams Mill Bridge, Carroll County:
Designed
restoration using Federal Enhancement funds, completed in 1999.
Project corrected severe decay of lower chord. Lower chord material
was replaced and certain diagonal timbers were strengthened. Both
abutments were reinforced to stop them from leaning inward. New roof
and siding was installed.
Offuts Ford Bridge, Rush County:
Designed repairs for
the serious decay in several areas and the numerous broken
connections. Also designed repairs for the abutments and installation
of new siding. Conducted the construction observation.
Major reconstruction after a fire nearly destroyed the structure.
This project also used Federal Enhancement funds. Unique portal
decoration was carefully replicated. Project won the Merit Award from
Consulting Engineers of Indiana in 1997. Conducted the construction observation.
Duck Creek Aqueduct, Whitewater Canal State Historic Site in Metamora
Indiana Department of Natural Resources: Designed repairs to
correct a severe lean of bridge, structural cracks in main timbers,
strengthen arch-to-truss connections, and create reliable waterproof
joints between suspended flume and abutments. This is the only
covered bridge (aqueduct) in the world carrying a canal. Assisted DNR
with construction inspection.
County Bridge #46 (Bushing Bridge), Ripley County
The entire bridge leaned downstream. Designed repairs to bring it back plumb and to keep it there. Designed repairs for broken floor beams and the lateral bracing. Other design elements were repairing the floor system, bearing seat timbers, the mudwalls, and install new siding. Conducted the construction observation.
Enochsburg Bridge, Franklin County
Designed major structural overhaul that raised the load limit from 3 tons to 10 tons, so that school buses could use it. Conducted the construction observation.
James Bridge, Jennings County
Truck struck truss and broke several truss members. Designed repairs and conducted the construction observation.
Moscow Bridge, Rush County
Designed
repairs for the arch-rings and stiffening trusses that were
seriously deteriorated. Some of the repairs included reinforcing the
broken connections with steel rods and replacing sections of the
arch-rings. The pier repairs were tuckpointing the stone work. Conducted the construction observation.
Williams Bridge, Lawrence County:
Designed repairs for roof system that was blown off in a windstorm. Conducted the construction observation.
Scipio Bridge, Jennings County:
Designed
repairs that raised the load limit from 3 tons to 11 tons, so bridge
could carry school buses. These repairs include strengthening the
trusses, installing new floor beams and deck, and improving the road
approaches. Conducted the construction observation.
County Bridge #94 (Smith Bridge), Rush County:
Designed
restoration to use Federal Enhancement funds. The advanced decay and
fire damage resulted in major repairs. Designed repairs to replace
sections of the lower chord and the diagonal timbers. Designed
repairs for the replacement of the arch-rings ends and the repairs
for the abutments. Designed a complete new floor system. All designs
were to bring the structure up to a 12 ton load limit. Conducted the
construction observation.
Norris Ford Bridge, Rush County:
Designed
repairs of decayed truss members and for the arch-ring decay.
Conducted the construction observation. Designed repairs for the decayed lower chord connection and the decayed mudwall.
Snow Hill Bridge, Franklin County:
Bridge had been
closed to all traffic for 5 years. The design repairs strengthened
the truss and floor system and it was opened with a 10 ton load
limit. Conducted the construction observation.
Darlington Bridge, Montgomery County:
Designed repairs
that corrected advanced truss decay near the bearing seat areas. Also
deigned repairs that eliminated the 9" vertical sag. Conducted
the construction observation.
County Bridge #81 (Otter Creek Bridge), Ripley County:
Designed
repairs for the replacement of corrugated metal siding with wood
siding replicating the original construction. Designed repairs that
corrected collision and insect damage to main trusses. Also designed
repairs to replace the roof, correct the lean, and rebuild the mudwalls.
Many of the foregoing projects were designed by Mr.
Barker while employed with another firm, prior to founding J.A.
Barker Engineering in 1998. Mr. Barker was chief designer and
Engineer-of-Record for each project.
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